initial stress method中文是什么意思

• 初始应力法

• "initial"中文翻译    adj. 最初的，开始的；原始的；初期的，初发的。 th ...
• "stress"中文翻译    n. 1.压力，压迫，紧迫，紧张。 2.【语音】重音；重 ...
• "method"中文翻译    n. 1.方法，方式；顺序。 2.(思想、言谈上的)条理 ...
• "initial stress" 中文翻译 :    初始应力; 初应力; 预应力
• "initial stress, virgin stress" 中文翻译 :    初始应力
• "initial earth stress" 中文翻译 :    初地应力
• "initial effective stress" 中文翻译 :    初有效应力
• "initial shear stress ratio" 中文翻译 :    初始剪应力比
• "initial stress defect" 中文翻译 :    初始应力缺陷
• "initial stress matrix" 中文翻译 :    起始应力矩阵
• "stress-free initial strain" 中文翻译 :    应力释放初始应变
• "stress method" 中文翻译 :    应力法
• "initial slope method" 中文翻译 :    初始斜率法
• "initial value method" 中文翻译 :    初值方法
• "constant stress method" 中文翻译 :    恒应力法
• "dynamic effective stress method" 中文翻译 :    动力有效应力法
• "experimental stress analysis method" 中文翻译 :    经验/实验应力分析方法
• "mechanical stress relieving method" 中文翻译 :    机械应力消除法
• "permissible stress method" 中文翻译 :    容许应力法
• "principal stress method" 中文翻译 :    枝力法
• "stress coat method" 中文翻译 :    应力涂料法
• "stress free method" 中文翻译 :    应力释放法
• "stress freezing method" 中文翻译 :    冻结应力法; 应力冻结法
• "stress index method" 中文翻译 :    应力指数法
• "stress path method" 中文翻译 :    综合类应力路径法

• Anew compensation method , " belated initial stress method " , is developed for term of dynamic stiffening by synthesizing the existing method
  在综合现有方法的基础上提出了新的动力刚化项补偿方法?差时初应力方法。
• Mid - point incremental method and initial stress method are used to reflect the nonlinear of the material ' s stress and strain . at the same time , the process of load during construction is simulated
  用中点增量法结合初应力法反映筑坝材料的应力应变非线性，计算时模拟坝体施工加载过程。
• ( 2 ) to cut down great calculation of assembling and disassembling of stiffness matrix in the nonlinear procedure , the initial stress method is introduced to resolve the nonlinear equations
  ( 2 )使用初应力法对非线性方程组进行迭代计算，避免了组装和分解总体刚度矩阵的繁杂而庞大的运算。
• In the article , the flexible multibody system on the plane is researched ; the coupling dynamic model with relative accuracy is established ; and the phenomenon of dynamic stiffening is simulated by " belated initial stress method when the parts are rotating at high speed
  论文中以平面柔性多体系统为研究对象，建立比较精确的耦合动力学的数学模型，并使用差时初应力方法对其中部件在高速情况下发生的动力刚化现象进行模拟。
• All concrete structures are exposed to volume changes caused by hydration reactions in the early age . if the volume changes are restrained , stresses is generated which will cause cracking when it overcomes the tensile strength . as the mechanical properties of early age concrete vary with time , especially the creep degree depends on the time elapsed and the time at loading , to calculate the stress of concrete structure is a complex nonlinear problem . the finite element method ( fem ) can take account of the evolution of the stiffness properties , the development of thermal strain , creep , shrinkage and so on . in this paper , a general approach for numerically simulating this type of behaviour is presented firstly . then , how to solve this problem is introduced by the general finite element software ansys using the initial stress method . finally , a detailed description of an example calculation that demonstrates the potential of the numerical simulation strategy follows
  早期混凝土由于水化反应都会产生体积变化.如果体积变形受到约束就会产生应力,一旦超过混凝土的抗拉强度就会产生裂缝.由于早期混凝土的力学性能是随时间变化的,特别是徐变,它不仅与加载时间有关而且同时随龄期而变化,因此计算早期混凝土结构应力是较为复杂的问题.有限单元法不仅可以考虑混凝土刚度的变化,而且可以考虑温度、徐变、收缩等因素.本文利用初应力法对通用有限元软件ansys进行了二次开发,通过工程实例计算了高层建筑地下室侧墙早期混凝土应力的变化过程,并提出了相应的抗裂措施
• Creep analysis methods of high - rise buildings and large span buildings can only refer to creep coefficient method in bridge engineering or the method of degree of creep in hydraulic construction engineering under the present experiment conditions . in this paper , the incremental expressions of concrete creep and shrinkage strain when the initial computational age is not the same as the loading age are derived and corrected from the concept of concrete creep coefficient and the mean value theorem of integral and the principle of superposition . the differences of efficiency and accuracy of creep analysis between the finite element method with creep coefficient and the initial stress method with degree of creep are presented . this paper suggests that engineers should use the initial stress method with degree of creep to estimate the influences of creep on high - rise buildings and large span buildings on the basis of conceptual design
  基于现有的试验资料，高层及大跨度民用建筑的徐变分析只能参照桥梁结构中的徐变系数方法或水工结构中的徐变度方法进行.从徐变系数的定义出发，利用积分中值定理和叠加原理，推导并修正了加载龄期与起算龄期不同时徐变收缩应变增量的表达式，对比了应用徐变系数分析徐变的有限元法和应用徐变度分析徐变的初应变法在效率和精度上的差别，并建议应从概念设计的角度出发，采用徐变度的初应变法来估算徐变对高层及大跨度民用建筑的影响
• Abstract : creep analysis methods of high - rise buildings and large span buildings can only refer to creep coefficient method in bridge engineering or the method of degree of creep in hydraulic construction engineering under the present experiment conditions . in this paper , the incremental expressions of concrete creep and shrinkage strain when the initial computational age is not the same as the loading age are derived and corrected from the concept of concrete creep coefficient and the mean value theorem of integral and the principle of superposition . the differences of efficiency and accuracy of creep analysis between the finite element method with creep coefficient and the initial stress method with degree of creep are presented . this paper suggests that engineers should use the initial stress method with degree of creep to estimate the influences of creep on high - rise buildings and large span buildings on the basis of conceptual design
  文摘:基于现有的试验资料，高层及大跨度民用建筑的徐变分析只能参照桥梁结构中的徐变系数方法或水工结构中的徐变度方法进行.从徐变系数的定义出发，利用积分中值定理和叠加原理，推导并修正了加载龄期与起算龄期不同时徐变收缩应变增量的表达式，对比了应用徐变系数分析徐变的有限元法和应用徐变度分析徐变的初应变法在效率和精度上的差别，并建议应从概念设计的角度出发，采用徐变度的初应变法来估算徐变对高层及大跨度民用建筑的影响